Research Article
Apr 1964
Iterative Limit Analysis for Tall Frames
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 90, Issue 2
Abstract
Practical plastic design can be extended to cover tall frames and beam columns by an iterative analysis that takes force-deflection interaction into account. The state of deformation is used herein as the independent variable. The design load is achieved by a trial-and-error method. This approach is most advantageous because it automatically satisfies deformation constraints, and because it involves a new and more simple formulation of the beam-column elements of the structure. A short cut analysis for tall frames also is derived. Application is illustrated by examples of simple and continuous beam columns and a four story frame. The theory is confirmed by a few experimental results and comparison with a computer solution.
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Published In
Journal of the Structural Division
Volume 90 • Issue 2 • April 1964
Pages: 103 - 130
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: Apr 1964
Published online: Feb 1, 2021
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Authors
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Niels C. Lind, AM.ASCE
Prof. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.